 |
| Technical data | ||||||||||
|---|---|---|---|---|---|---|---|---|---|---|
|
TYPE
|
SHANK TYPE
|
BRACKET TYPE
|
H
|
W
|
α
|
m
|
||||
|
|
m
|
m
|
°- degree angle
|
kg
|
||||||
|
SP-6-G-P-3PS
|
TSP-6-G-P-3PS
|
NP SP-6-G-3PS
|
6,0
|
0,0
|
5°-10°-15°
|
75 | ||||
|
SP-6-G-W0,5-3PS
|
TSP-6-G-P-3PS
|
RW SP-6-G-W0,5-3PS
|
6,0
|
0,5
|
5°-10°-15°
|
76 | ||||
|
SP-6-G-W1,0-3PS
|
TSP-6-G-P-3PS
|
RW SP-6-G-W1,0-3PS
|
6,0
|
1,0
|
5°-10°-15°
|
79 | ||||
|
SP-6-G-W1,5-3PS
|
TSP-6-G-P-3PS
|
RW SP-6-G-W1,5-3PS
|
6,0
|
1,5
|
5°-10°-15°
|
82 | ||||
|
SP-6-G-W2,0-3PS
|
TSP-6-G-P-3PS
|
RW SP-6-G-W2,0-3PS
|
6,0
|
2,0
|
5°-10°-15°
|
85 | ||||
|
SP-6-G-W2,5-3PS
|
TSP-6-G-P-3PS
|
RW SP-6-G-W2,5-3PS
|
6,0
|
2,5
|
5°-10°-15°
|
88 | ||||
|
SP-6-G-W3,0-3PS
|
TSP-6-G-P-3PS
|
RW SP-6-G-W3,0-3PS
|
6,0
|
3,0
|
5°-10°-15°
|
91 | ||||
|
SP-6-G-W3,5-3PS
|
TSP-6-G-P-3PS
|
RW SP-6-G-W3,5-3PS
|
6,0
|
3,5
|
5°-10°-15°
|
94 | ||||
α° – inclination angles should be specified in the inquiry or order.
Passive safety classification according to PN-EN 12767:2019:
100LE-D-S-SE-SD-1; 70HE-D-S-NS-SD-0; 50HE-D-S-NS-SD-0;
|
Strength data
|
||||||
|
TYPE
|
Weight of iluminaires
|
Wind Zone, PN EN 1991-1-4
Permissible surface of luminaires [m2] |
MF
|
|||
|
kg
|
I≤300m
a.s.l. |
I≤500m
a.s.l. |
II≤300m
a.s.l. |
III≤950m
a.s.l. |
kNm | |
| SP-6-G-P-3PS | 9 | 0,954 | 0,705 | 0,642 | 0,456 | 5,1 |
| SP-6-G-W0,5-3PS | 9 | 0,954 | 0,705 | 0,642 | 0,456 | 5,1 |
| SP-6-G-W1,0-3PS | 9 | 0,954 | 0,705 | 0,642 | 0,456 | 5,1 |
| SP-6-G-W1,5-3PS | 9 | 0,772 | 0,558 | 0,503 | 0,348 | 5,1 |
| SP-6-G-W2,0-3PS | 9 | 0,625 | 0,441 | 0,394 | 0,259 | 5,1 |
| SP-6-G-W2,5-3PS | 9 | 0,505 | 0,342 | 0,302 | 0,188 | 5,1 |
| SP-6-G-W3,0-3PS | 9 | 0,402 | 0,259 | 0,224 | 0,125 | 5,1 |
| SP-6-G-W3,5-3PS | 9 | 0,314 | 0,187 | 0,155 | 0,069 | 5,1 |
Downloadable:
STEEL PEDESTRIAN CROSSING LIGHT POLE NT SP6-G-3PS, HE-D and LE-D CATEGORY – Catalog page